Experimental Study of Cold-Formed Ferritic Stainless Steel Hollow Sections
Author:
Affiliation:
1. Ph.D. Student, Dept. of Civil and Environmental Engineering, Imperial College London, London SW7 2AZ, U.K. (corresponding author).
2. Reader, Dept. of Civil and Environmental Engineering, Imperial College London, London SW7 2AZ, U.K.
Publisher
American Society of Civil Engineers (ASCE)
Subject
Mechanical Engineering,Mechanics of Materials,General Materials Science,Building and Construction,Civil and Structural Engineering
Link
http://ascelibrary.org/doi/pdf/10.1061/%28ASCE%29ST.1943-541X.0000580
Reference35 articles.
1. ASCE. (2002). “Specification for the design of cold-formed stainless steel structural members.” SEI/ASCE 8-02 Reston VA.
2. Strength enhancement of the corner regions of stainless steel cross-sections
3. Finite element modelling of structural stainless steel cross-sections
4. Australian/New Zealand Standard. (2001). “Cold-formed stainless steel structures.” AS/NZS 4673:2001 Sydney Australia.
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